Loading...
HomeMy WebLinkAbout48665-Z Suffoi,� 0�0 l'pG. Town of Southold 1/24/2024 a y P.O.Box 1179 y 53095 Main Rd pyrj�1 Southold,New York 11971 If CERTIFICATE OF OCCUPANCY No: 44890 Date: 1/24/2024 THIS CERTIFIES that the building ALTERATION Location of Property: 500 Robinson Rd, Greenport SCTM#: 473889 Sec/Block/Lot: 34.-5-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/20/2022 pursuant to which Building Permit No. 48665 dated 12/29/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: interior fire damage alterations and"as built"finished basement to exsiting single family dwelling as applied for. The certificate is issued to Melrose,Eric of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48665 11/29/2023 PLUMBERS CERTIFICATION DATED 12/13/2023 RJ Huls A th r zed Signature TOWN OF SOUTHOLD �o�gUFFO��-co BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • � ,� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48665 Date: 1212912022 Permission is hereby granted to: Melrose, Eric 600 Robinson Rd Greenport, NY 11944 To: construct interior demolition ONLY for all fire damage as applied for. Additional plans/certification will be required..AMENDED;6/.20/23:forrfire-=damage-a_ Iterations and airs andao l_egaliie-the'"as�Mbuilt' finis.heilhbasement-as-appliedJforyAd_d_i.,9 nal certification.,may be;required:� At premises located at: 500 Robinson Rd, Greenport SCTM #473889 Sec/Block/Lot# 34.-5-15 Pursuant to application dated 12/20/2022 and approved by the Building Inspector. To expire on 6/29/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00 CO-ALTERATION TO DWELLING $50.00 s�AMENI3IVFENT-°-T-O�PERIVIIT $443 2_0� Total: $693.20 uilding Inspector �suF ,r TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48665 Date: 12/29/2022 Permission is hereby granted to: Melrose, Eric 600 Robinson Rd Greenport, NY 11944 To: construct interior demolition ONLY for all fire damage as applied for. Additional plans/certification will be required. At premises located at: 500 Robinson Rd, Greenport SCTM #473889 Sec/Block/Lot# 34.-5-15 Pursuant to application dated 12/20/2022 and approved by the Building Inspector. To expire on 6/29/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00 CO-ALTERATION TO DWELLING $50.00 Total: $250.00 Buildin Ins c or SO!/jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 ��ly �o sean.devlin(c�town.southold.ny.us �OUM(V BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Eric Melrose Address: 500 Robinson.Rd city,Greenport st: NY zip: 11944 Building Permit#: 48665 Section: 34 Block: 5 Lot: 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: REP Electric License No: 46288ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 47 Ceiling Fixtures 11 Bath Exhaust Fan 3 Service 3 ph Hot Water OIL GFCI Recpt 8 Wall Fixtures 3 Smoke Detectors 6 Main Panel 200A A/C Condenser 1 Single Recpt .Recessed Fixtures 43 CO2 Detectors Sub Panel 100A A/C Blower 1 Range Recpt 50A Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights 1 p' Dryer Recpt 30A Emergency Strobe Heat Detectors R Disconnect 1 Switches 31 4'LED Exit Fixtures11 Sump Pump Other Equipment: Fridge, Oven, DW, Hood, W/D, 200A Panel 30 Circuit/21 Used, 100A Sub 24 / 13 Notes: One Story w/ Finished Basement Inspector Signature: Date: November 29, 2023 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �� Southold,NY 11971-0959 lovvi-,4ui ..>. BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION. Date: Building Permit No. U'�L Owner: —Ef�-� Hd�-C:�z (Please print) n gb l� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. i (Plumbers Signature) Sworn to before me this �p 1,,/ Melissa E BeWsz day of 14 L (��yy"- 20 2 V Notary Public,state of New York to No.02BE63 0-ou Qualified In 30.2U� Commission Ex ires Ma Notary Public, . County # TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: f e, — �- DATE INSPECTOR i OF SOUtyo� - -- - # # TOWN OF SOUTHOLD BUILDING DEPT. ���ouK►v N�' 631-765-1802 INSPEC ION [ ] FOUN TION 1ST [ ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION/CAULKING [ FRAMIN TRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR OF SO�lyo� TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 631-765-1802 JNSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIO / KING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: In DATE 'SOY INSPECTOR �aOF SO(/lyO # # TOWN OF SOUTHOLD BUILDING DEPT. • .ao cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS. 0/1 Q th- A co-,ad 6a DATE 12-1 '� INSPECTOR qgwSOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: o raVIZ E,z Lm#I,, DATE INSPECTOR �x � t4tr► � `;kit s ` P 1.•'r �Y I �` tl .l C i �:_ r� i �/r � r-.. �"�'f � 77 . Mt. � �, �, 1 +. 'i ',. K �. '� r r:J4 4 .; . r Poll' 'IELD INSPECTION REPORT DATE COMMENTS �d FOUNDATION (1ST) 3 -------------------------------- FOUNDATION (2ND) z � o O ROUGH FRAMING& PLUMBINGoolf j 1 r N INSULATION PER N.Y-. STATE ENERGY CODE l FINAL i I ADDITIONAL COMMENTS I 2 02 2-2-0 BIpfiGo l u514 7 aI ao a3 ?a-I'd s- Re 163 Lrl I zledinL s l 2 /ors % z Z CN LA i a� xu- ct6r, b H 9.3 O z x d b H o�S f�otk�o� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y� Town Hall Annex 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax (631)765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only _ PERMIT NO. Building Inspector: LJ I 11 IV/ Applications and forms must be filled out in their entirety. Incomplete DEC 2 0 2022 applications will not be accepted. Where the Applicant is not the owner,an BuiLDING Owner's Authorization form(Page 2)shall be completed. 71 W140 q()1jE r XD Date:12/19/202 OWNER(S)OF PROPERTY: Name:Eric Melrose SCTM# 1000-34-5-15 Project Address:500 Robinson Road, Greenport Phone#:516-978-8198 Email:eric@ melrosecontracting.com Mailing Address:500 Robinson Road, Greenport CONTACT PERSON: Name:Eric Melrose Mailing Address: Phone#:516-978-8198 Email: DESIGN PROFESSIONAL INFORMATION: Name:Joseph Fischetti, PE Mailing Address:1725 Hobart Road, Southold, NY Phone#:516-848-6764 7FEmail:wingman_@optonline.net CONTRACTOR INFORMATION: Name:Ratsey Construction Mailing Address:413 Wiggons Street, Greenport Phone#:631-477-0979 Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ®Repair ❑Demolition Estimated Cost of Project: ❑Other $50,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ❑No 1 PROPERTY INFORMATION Existing use of property:Dwelling Intended use of property:Dwelling Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 this property? ❑Yes ®No 1F YES,PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 220.45 of the New York State Penal Law. Application Submitted (print ame):Joseph Fischetti, PE BAuthorized Agent ❑Owner Signature of Applicant: Date: 12/19/22 CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01 BU6185050 SS: Qualified in Suffolk County COUNTY OF ) Commission Expires April 14,2 w. �osPpti hSGke4, PE being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Engineer (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this c�D`01day of le.CZM kle ,20,2)�. P Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 1, Eric Melrose residing at 500 Robinson Road, Greenport do hereby authorize Joseph Fischetti, PE to apply on my behalf to the Town of Southold Building Department for approval as described herein. 12/20/22 Owner's Signature Date Eric Melrose Print Owner's Name 2 (NN CC ``II `` 1E r COSUFFotK tall DING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD N t�iust0to4GaEtow Annex - 54375 Main Road - PO Box 1179 TOW140F800MO Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(Dsoutholdtownny.gov — seand(Dsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: - r'LC Electrician's Name: License No.: � Zj/yl Elec. email: ,G �e/F'C - c1 co Elec. Phone No: 60 P�P request an email copy of Certificate of Compliance Elec. Address.: p c) 0 c7X C' m. �� /(/ SZ JOB SITE INFORMATION (All Information Required) Name: Address: LTC20 ©ey l,--re7 �- Cross Street: Phone No.: O Bldg.Permit #: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage. Circle All That App y: Is job ready for inspection?: ❑ YESS NO Pough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All inform atio nhre.a uired��� Service Size�1 Ph[ 3 Ph Size: 6 A # Meters Old Meter# #ewService$Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underg round❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? D Y DN Additional Information: PAYMENT DUE WITH AP LIGATION rE I` DING DEPARTMENT- Electrical Inspector �FPQ � TOWN OF SOUTHOLD j own Hall Annex - 54375 Main Road - PO Box 1179 DnGDEPTTOW11OF 01..E Southold, New York" 1971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 --�`• col �`b,. rogerr(cr�southoldtownny qov seand(a southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 71 Company Name: L LC. Electrician's Name: Ko (�)F-,2T w License No.: L& Z(R, YM � Elec. email: y-0 Elec. Phone No: /yl 76 7Ga . 231 request an email copy of Certificate of Compliance Elec. Address.: Po 4- C'— � 5—� JOB SITE INFORMATION (All Information Required) Name: / leU- Address: �r-v0 Cross Street- Phone No.:(� 7 ; 7 � p " BIdg.Permit #: Kr — ( . email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: �� Circle All That App y: Is job ready for inspection?- ❑ YESS NO Rough In ❑ Final kfl- Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All informations uiredJ��,,� Service SizeJ2� Ph❑3 Ph Size: " A # Meters Old Meter# New ServiceFire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # underground Laterals r� 2 Fi Frame Pole Work done on Service? Y Iv Additional Information: $ -2 PAYMENT DUE WITH AP LICATION i a PERMIT H Address: Switches Outlets , l GFI's 1 �� Surface Sconces H H's �� UC Lts � � r �+ f Fans Fridge HW Exhaust CI Oven f��- W/D Smokes DW Mini Carbon Micro Generator . Combo Cooktop Transfer i AC f�7 AH Hood Service d Amps Have Use Special: I Comments APPROVED AS NOTED DATE: a B.P;# ELECTRICAL. FEE: BY: INSPECTION REQUIRED NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION.- TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE Fr"" C.O. ALL CONSTRUCTiOn SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR Additional OR CONSTRUCTION ERRORS. Certification May Be Required. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF a,," ._� ��� �'G SOARD ES iP OCCUPANCY OR USE IS`UNLAWFUL WITHOUT CERTIFICATE." )F OCCUPANCY r _.. P � __ t Gam. � L F `ILSCHE , T I E;E R=1 ,N [ (� December 20,2022 DEC 21;n 9n99 500 Robinson Road Greenport,NY BUILDING DEPT., TOWN OFS01lTHOLD Building Department Town of Southold Main Road Southold,NY 11971 Att:John Jarski RE:Recent fire damage Dear Sir, This letter is being provided to obtain a fire damage repair permit.A recent fire in the basement at the above referenced home has caused some damage that needs repair as follows: Structural Damage Th ( floor joi raming nee s no of struc Heat&Smoke Damage All of the floor,wall and ceiling finishes require removal and replacement including the following: Sheetrock and insulation Cabinets and trim Doors and trim The contractor will re-1pAftHtke insulation in acc dance with 2020 E Conservatio e.We will in 11 i ulatio in a s R402.1.2 uir d Sectio 03.1 1 ding env ception We will call for all inspections as required by the permits NE No.052b1� BOARD CERTIFIED IN STRUCTURAL ENGINEERING .]DSEF+H@FISCHETTI.COM F'ISCHETTIENGINEERIN0.00M 63 1 -765-2954 1 725 H O B A R T ROAD S O U T H O L O , N E W Y O R K 1 1 97 1 i oS C 'H -,N G December 20,2022 500 Robinson Road 40 Greenport,NY Building Inspector Town of Southold Main Road Southold,NY 11971 RE: Recent fire damage Dear Sir, This letter is being provided to obtain a fire damage repair permit.A recent fire in the basement at the above referenced home has caused some damage that needs repair as follows: Structural Damage Three(3)floor joists in the floor framing need to be replaced.There is no other structural repairs required Heat&Smoke Damage All of the floor,wall and ceiling finishes require removal and replacement including the following: Sheetrock and insulation Cabinets and trim Doors and trim The contractor will re-install the insulation in accordance with 2020 Energy Conservation Code.We will install insulation using Table R402.1.2 as required and Section R503.1.1 Building envelope Exception#2 We will call for all inspections as required by the permits NE�p� �oFesS1o " BOARD CERTIFIED IN STRUCTURAL ENGINEERING JOSEPH@FISCHETTI.COM FISGHETTIEN13INEERIN0.00M 63 1 -765-2954 1 725 H O B A R T ROAD S O U T H O L D , NEW Y O R K 1 1 9 7 1 W � U A <13 W A .. I w O I ' � H C/� W I w z I W V ' O 1 Q1 z � G O � 1 Y Q o a S ,o U o O I 1 I ' w o w 1 cZ a Ln P4 I I X U 1 1 OFFICE BASEMENT ; I NG- 1 1 1 I I 1 1 I 1 1 1 1 1 • 1 I I I I w I y I I I I 1 OL 1 I I I I � 1 I UJI ' LL1 I I 1 z z10zL BATH J X 0 N FAMILY ROOM O BASEMENT (n z 0 O 0 CO ~ I U- cn0 � (y) W n" o � LL ^o `... N 11. I I I > N I 1 N O A DRAWN BY: IF 13 6/16/2023 \ 0 �e L ly SCALE: SEE PLAN _ _ _ _ _ _ _ _ _ _ _ _ _ J f SHEET NO: Additional �- BASEMENT PLAN ��scN °Certification ���� Fr��� May Be Required. SCALE: 1/4" = 1'-0" gam_ FQ � � • 0525, y AA �'ESSIdNP1 r � W � V Z Q W A a. A w 0 °C P4 0 0 w V W O Q zH BATH � P 4 W G4 O Ln It 0 O BEDROOM No. 2 BEDROOM No. 1I I L LINEN ,, w c w Ix BATH ALL N RG ` NGI- i G ,.. l I I � OL LT I I -+J W KITCHEN -♦-� W Z Lu gJI LIVING DINING ROOMQ) o CATHEDRAL CEILING 'Xgp I zr—rVnn 1-0 ZI U w to 0 N cA Qooto U— � 0D Wcc0 � 0 ILL Q DECK DRAWN BY: IF FLOOR PLAN 6/16/2023 SCALE: 1/4" = 1'-0" SCALE: SEE PLAN SHEET NO: �d Y�• 05251� ��C� A'�FES S1oNP� A- 2 2X10 RIDGE 12 =N Q 3.5 m RR Ca1611OC Ln W 2X6 COLLAR TIES 2X10 CJ @ 16"OC � W A T-0" OH _ w O CZ w Z V W O Q P4 H w z � Quo ° oQP4w �C W Ln P4 W 2X8 FJ @ 16"OC 2X8 FJ @ 16"OC L .. -d' a. 4 o (3) 2X8 . a ° 00 GIRDER � a 6a o.• O ei. 41S a °-L Fe 6e � L LU a n e• . e e . u . e e . o . e e o . e e o e e . o . e a • e a . a . e e e e� a A CROSS SECTION A w 1 3 SCALE: 3/8" = V-0" z .-� z Z Lo � X 0 N CONSTRUCTION NOTES / Z 0 0 ti U- o Due to fire and smoke damage all of the floor, wall and ceiling Q,'� k�� U) 0 co finishes required removal and replacement including the following: Lo' a 0� w O Sheetrock and insulation 4 U- � ��� ^ 0 Cabinets and trim ,� 1L Doors and trim /\V Contractor will install insulation as follows: 0 Roof Vault R21 DRAWN BY: JF Flat ceiling R30 1st Floor Exterior walls R15 6/16/2023 Basement exterior walls R-13 Basement Ceiling R30 SCALE: SEE PLAN New flooring will be installed throughout of NE s SHEET NO: F� r,.yFr�9 New Kitchen cabinets will be installed in existing kitchen � D V New plumbing fixtures will be installed in existing baths �, . 1 w 0525, Repair electrical wiring as required o—i?,0FESS►011AP A- 3 ti GENERAL NOTES NAILING SCHEDULE WIND FRAMING NOTES PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES BUILDING USE RESIDENTIAL DWELLING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) ram, -NAIL TOE w RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) TOP PLATE 10'WALL:4-Sd COMMON 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: V) intent and framingdetails.The are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to to late shall be in CEILING JOIST 8'WALL:3-Sd COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 20201RC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE Y g g P P TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMONJOIST g y P g g P P FRAMING ELEMENTS AS PER FLOOR PLANS,GROSS SECTION,DETAILS,AND GENERAL NOTES .�,. State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180 < rT, / 1 UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) ^^ w OVER PARTITION WFCM-SBC LAP NAIL i2. 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 ^ COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS FLOORS Au O meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in INTERIOR(LIGHT FRAME)STEEL WALLS 5 U360 W TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 CEILINGS 1� These codes are to be considered as part of the specifications for this building and accordance with table 3.36.When wall studs above do not fall in line with studs below,the MASONRY WALLS(8-THICK) 80 (PLASTER,STUCCO) L/36o _J should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CEILINGS CONCRETE WALLS(6"THICK) Bs (GYPSUM) Vzao 2-8d COMMON GUARDS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS U240 f accordance with table 3.3. TO RAFTER END NAIL SIP WALLS t0 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.2000lbs EXTERIOR WALLS(PLASTER,STUCCO) 11-1/360 7 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 0 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) HA20 V 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) 1/600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40 < 1� construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20 �J precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY SPACING w specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) : W H P P P P g P2-16d COMMON M anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION � r/'� �`'� P., 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMONJOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE V J O z 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE Q or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD TO 2-16d COMMON 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c.at NAIL O.C.e e the panel edges and 12"o.c.in the field,and SPUD FIRE PROTECTION S Ym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. W1:4 O W 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE SMOKE&CO2 DETECTORS O 16d COMMON CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. � I n ^/ such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL W in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION F7 8).Wind load requirements shall be taken into account during construction. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3-16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 W FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL length adjustment factors in table 3.16. FLOOR JOIST,BAND JOIST, 2-16d COMMO FOOT SEE NOTE:1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD FLOOR FRAMING: HAZARDS 2).All footings to rest on undisturbed(virgin)soil. Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 1 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 17 NONE 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or mason walls occurin in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-8d COMMON masonry g SILL,TOP JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4).An new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE Y g g with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-Bid COMMONEND NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3 5 SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES BLOCKING EACH TOE 5).Unless otherwise noted,all slabs l f grade to be ire mesh r Concrete In er TO JOIST 2-8d COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. d COMMON @ 6"O.C. SEE NOTES:1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY: - to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1(BOTH FIELDS) 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD 6).Crawls aces to be provided with a minimum 18N24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3 P P P g attached with the above requirements. TO BEAM 3-}6d COMMON JOIST NAIL Sx16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE NOTES 7).Dampproof exterior of foundation with bituminous coating as required by current DECK AND COVERED PORCH NOTES: TO BEAM 3-Sd COMMON JOIST NAIL , N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED 1N SCHEDULE NOTES ONLY. the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMOI n TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4°eat on each side of the roof peak, 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMO, PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL .NAIL Use a minimum 1/2" Edition Wood Framing Construction Manual. dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 Inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For W �2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS'PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. LU Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. W g FCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: z , CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION QJ (nn 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD V 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL (0 LO otherwise. JOINT DESCRIPTION z Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) z r where needed. 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. 0) 4).Unless otherwise noted,all bearingwall headers to be 2 2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD W ( ) g 5d COOLERS � 0 N Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. d COMMON @ 12"O.C. SEE NOTE:3 J J 6).Concrete piers shall be a minimum 6"above grade. e(� O O LO openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: v/ LO openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES �� z openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL m = and blocking where applicable. CITY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O 8).Covered Roofs shall be assembled and anchored the same manner as a r 5).All Flush beams/headers to be installed with heavydu galvinized hangers and ) typical building. STRUCTURAL Ed COMMONAS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall &5 O = co duty g PLUMBING NOTES PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. (n � O � 7/16"OSB 6d COMMON 3"O.C.EDGE LU U) 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu s. i).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with U_ Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10"O.C.F ELD -0- O 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2)•Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. {,L, other access openings unless otherwise noted(typical). 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL Q) provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION _A 8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P fY QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. (" where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. PP STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL i-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. o HVAC SYSTEM NOTES 8d COMMO 1"OR LESS 12"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFT Under all bearing Walls. NYS Residential Code R302.11-FIREBLOCKING REQUIRED 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) 10).Provide insulation baffles at eave vents between rafters.Install draft blockingrequirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions.Including furred spaces,at the ceiling and floor ��//�� I equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir D 1\/'1W N BY: F 1).Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as ftreblocking in walls constructed CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathilg Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. G2 members shall be doubled,or alternate connectors, V/i6/203 over subfloor as per manufacture's instructions. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 1 such as shear plates,shall be used to maintain load path. 2).COMPACTION ST NEW FILL SHALL M AT LEAST OM PROCTOR under stairs shall comply with current N.Y.S.Residential Code. i).All electrical to be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 678 AND ASfM D 1557).COMPACT THE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 2).When wall sheathing is continuous over connected TESTED 1 A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of BY ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted SCALE: SEE PLAN to have regular 1/2"sheetrock.All walls to be taped and finished. P 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the ftreblocking of chimneys and fireplaces,as required by curre N.Y.S. esidential Code. 3).All electrical work to comply with 2014 NEC. to be reduced to]-16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section 11314 r+ torch down type material over. and R315 of IRC. NE Ar ►v SHEET N O■ 16).All sill plates and wood in contact with concrete to be pressure Sill plates to EXTERIO g R FIBERGLASS COLUMNS TO BE HBSG ,� �i f'O be installed with a foam sill gasket and cop-r-tex termite shield or approved ag ual. OR APPROVED EQUAL INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO COVER TOP tu O. �Essko A- 4